Technical Papers
Dec 31, 2015

Finite-Element Study of Methods for Triggering Pipeline Global Buckling Based on the Concept of the Perfect VAS Length

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 7, Issue 2

Abstract

With the increase in pipeline operating depth, research on pipeline global buckling during the process of oil and gas transport is drawing considerable attention. Numerical simulation is an important method that is used to analyze pipeline buckling, which is immediately caused by the combined action of high temperature and high pressure. Two important problems must be solved before simulating submarine pipeline global buckling. Because the finite-element (FE) model length greatly affects analysis of the buckling results, finding a reasonable model length is the first problem in finite-element analysis (FEA). The second is how to trigger global buckling in the pipeline because the ideal pipeline would not buckle in FEA. Previous studies only state that geometric initial imperfection and interference force could trigger pipeline global buckling. Therefore, simulating pipeline global buckling in FEA becomes a problem. In this paper, an effective method for calculating the reasonable model length (also called the virtual anchor spacing, or VAS) has been put forward based on the limit equilibrium theory of the analytical solution method. Two different methods, i.e., imperfection and interference force, have been used to simulate pipeline global buckling. Based on the VAS model with perfect length, a series of analyses on lateral buckling triggered by geometric initial imperfection and interference force are given. The research shows that no direct relation exists between the triggering methods and that their analytical results significantly differ.

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Acknowledgments

The authors are grateful for the support by the National Key Basic Research Program of China (2014CB046800), the Excellent Young Scholars of the National Natural Science Foundation of China (51322904), and the Specialized Research Fund for the Doctoral Program of Higher Education (20130032110074).

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 7Issue 2May 2016

History

Received: Sep 21, 2014
Accepted: Oct 6, 2015
Published online: Dec 31, 2015
Published in print: May 1, 2016
Discussion open until: May 31, 2016

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Authors

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Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China (corresponding author). E-mail: [email protected]
Ph.D. Student, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China. E-mail: [email protected]
Shuwang Yan [email protected]
Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China. E-mail: [email protected]
Zhaohui Hong [email protected]
Graduate Student, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., 92 Weijin Rd., Nankai District, Tianjin 300072, China. E-mail: [email protected]

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